Item 8 - Narrative & Plans
Monday, February 2nd, 2023
City of Southlake, TX
RE: Tommy’s Express Car Wash- 101 N. Pearson Lane
To whom it may concern,
Christianson Companies is seeking the approval of an S-P-2 for a car wash project
located at 101 N Pearson Lane.
Tommy’s Express is one of the largest and fastest growing franchises in the country. Our
business model includes individual washes as well as a monthly TommyClub membership that
gives customers unlimited washes, access to the TommyClub express lane, and allows them to
update their membership on the Tommy’s Express Mobile App. Our car wash is also
environmentally friendly. We utilize a water reclamation system that reuses 30% of the water
used per wash and our clear acrylic roof system allows for daylight harvesting so no lighting is
required during most operational hours. In our express wash, customers never get out of their car
or enter the building. They are in their car during the wash and then they can park in the vacuum
stalls to use the vacuums. The only reason a customer would enter the building is to use the
public restroom. Hours of operation are 7AM-9PM Monday-Sunday.
For these reasons, Christianson Companies sincerely asks that the Planning Commission
and City Council approve our request for an S-P-2. Tommy’s Express offers the best car wash on
the market and holds its franchises to the highest standards of training, efficiency, and
professionalism. We would love to provide a valuable service to the citizens of Southlake, and
partner with the community to be a benefit to all who live there.
Permitted Uses
This property shall be limited to the permitted uses as found in the base zoning of “C-2” Local Retail
Commercial with a “self service car wash” to be permitted on the site.
• Self-service car wash will be a permitted use
Development Regulations
This property shall be subject to the development regulations for “C-2” Local Retail Commercial, and all
other applicable regulations.
• The east portion of the lot that includes the Car Wash will be site planned. The construction of
the car wash will start sometime in the summer of 2024 after we get a full building permit.
• The west portion of the lot that shows a retail building will be conceptual and subject to change.
We do not own the land on the west side of the lot, and do not know what the landowner’s
future plans are for the property. The only portion that we will be constructing on the west side
of the property is the access lane that connects to Pearson. This is labeled on our site plan.
• The variances below will be included in the Development Regulations as shown on the
submitted plans.
• Building elevations are approved as submitted.
Variances
1. Trash Enclosure Location
We will be requesting a variance to allow our trash enclosure to be closer than 50’ away from
residential zoning. Our requested trash enclosure location is the best location for this site plan so
that it will be out of public view. If we were to put the trash enclosure more than 50’ away from the
residential to the north, then it would be in clear view of Southlake Blvd. We will have an 8’ masonry
wall on the north side of our site, so the trash enclosure will be screened from the residential to the
north. The residential to the north is also owned by the city for the water treatment plant, so that
land will not be developed as true residential.
2. Tree Preservation
We will also be requesting a variance for tree preservation. All of the trees on the site are clumped
together in areas that will either have a building, an easement, or a drive aisle. Therefore, it will be
impossible to save 75% of the trees on site.
3. Deferred Sidewalk Escrow
Our third variance request is regarding the sidewalk along Pearson Lane. Pearson Lane is a 2 lane,
asphalt road that does not have a curb and is along a drainage ditch. There would be no sidewalk to
connect to, and it would be dangerous for pedestrians to walk on a sidewalk along this street with
no curbs. We are proposing that we put money in escrow for the city to use for the sidewalk in the
future when Pearson Lane is improved instead of creating a dangerous sidewalk that doesn’t
connect to anything.
4. Pitched Roof less than 6,000SF
Section 43.9 calls for a pitched roof within 400’ of properties zoned as residential in the effort to
screen rooftop mechanical equipment, appurtenances and built-up roofs. We meet this requirement
as the main roof above the wash tunnel has two slopes with a curved peak. This roof is 5,121 SF
which is 89.5% of the total roof area of 5,724 SF. We do have two (2) towers that have flat, built-up
roofs, but based on Section 43.12 we prevent visibility of these roofs by the use of parapet walls.
These parapet walls screen all equipment, appurtenances and built-up roofs at these two (2) towers.
Our finish floor elevation is 653.50’, which places the top of parapet of the higher tower at 681.50’
and the top of parapet of the lower tower at 677.50’. The top of grade of the highest point in the
properties within 400’, zoned as residential, is at elevation 655.60’. Which means, someone looking
at our building from this point, plus 6-ft is at elevation 661.60’ per Section 43.12, would be 15.9-feet
below the top of the lowest parapet wall.
5. Landscape Material on North Side of Property
We are requesting a variance for landscape materials on the north side of the property. We are told
that there is a waterline along that property line that has frequently needed to be repaired. We will
include grass in this area instead of shrubs and trees so that the landscaping does not need
extensive repairs every time the waterline needs maintenance.
6. Landscape Buffer on East side of Property
We are requesting a variance for the landscape buffer on the east side of the property. The property
line goes across the drive aisle, so we dedicated 5 feet on the west side of the drive to meet the
spirit of the requirement.
RETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
RETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)9"9'-4"20'-0"
6" DIAMETER GUARD POSTSLEEVE FOR CANE
BOLT.
CONC. FOOTING
CONST. JOINTS @
10'-0" O.C.
18 GA. PAINTED
METAL GATE
(BOX RIB)
6" THICK PCC SLAB W/
6"X 6"-1.4X1.4 W.W.F. ON
6" GRAVEL BASE.
6" C.F.
#4xCONT. E.W.
@ 4'-0" O.C.13'-4"1
SITE PLAN
PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 11/27/2023
CHRISTIANSON
C O M P A N I E S
8' MASONRY SCREEN
WALL TO MATCH
PRINCIPAL BUILDING
8'-0"8' MASONRY COLUMNS
(TYP.)8' MASONRY PANELS
(TYP.)120' R.O.W.
FIRST FLOOR100'-0"T.O. PARAPET TOWER A128'-0"AB.3B.7C.1EFT.O. ACCENT TOWER A120'-8"B.O. ACCENT TOWER A117'-8"T.O. PARAPET TOWER B124'-0"T.O. ACCENT TOWER B118'-9 3/4"BGT.O. DETACHED CANOPY114'-2"B.O. ATTACHED CANOPY110'-4 7/8"T.O. MAT WASHER115'-0"B-2B-1PC-1FE-1M-1MC-1MCM-1MP-2SCREENED ROOF EQUIPMENTST-1TOWER (BEYOND)ST-1B-1M-1 (BEYOND)MC-1 (BEYOND)B-1 (BEYOND)B-2 (BEYOND)PC-1 (BEYOND)MP-1 (BEYOND)MP-2 (BEYOND)14'-10 1/2" 28'-1"5'-4"WR-115'-0" 5'-5 3/8" 7'-6 5/8"28'-0"PLAN VIEW - HORIZONTAL ARTICULATIONELEVATION VIEW - VERTICAL ARTICULATIONFIRST FLOOR100'-0"T.O. PARAPET TOWER A128'-0"AB.3B.7CDD.5FT.O. PARAPET TOWER B124'-0"T.O. PARAPET (FLAT FRONT)117'-7 3/4"T.O. ACCENT TOWER B118'-9 3/4"BGT.O. DETACHED CANOPY114'-2"B.O. ATTACHED CANOPY110'-4 7/8"B-2M-1WR-1FE-1AC-1MC-1B-1MCM-1MCM-23'-4"SCREENED ROOF EQUIPMENTST-1PC-1LR-1MP-2MP-2 (BEYOND)AB-1 (BEYOND)MP-1 (BEYOND)MP-2 (BEYOND)FCP-1PC-1 (BEYOND)SIGNAGE WILL BE A SEPARATE PERMIT REVIEW9'-5" 36'-3 3/4"10'-4 1/2"PLAN VIEW - HORIZONTAL ARTICULATIONELEVATION VIEW - VERTICAL ARTICULATION17'-7 7/8"16'-4 5/8"1'-3 1/4"9'-0 1/8"24'-0"FIRST FLOOR100'-0"T.O. PARAPET TOWER A128'-0"12T.O. ACCENT TOWER A120'-8"B.O. ACCENT TOWER A117'-8"MP-2PC-1AB-1AB-1FE-1R-1, ROOF SYSTEM FURNISHED AND INSTALLED BY TOMMY'SMP-1MP-2MC-1M-1FIRST FLOOR100'-0"1314T.O. PARAPET TOWER B124'-0"B.O. ACCENT TOWER B115'-9 1/4"T.O. ACCENT TOWER B118'-9 3/4"PC-1FE-1MP-2AB-1MP-1R-1, ROOF SYSTEM FURNISHED AND INSTALLED BY TOMMY'SMP-2MC-1M-1THRU WALL COWTONGUE OVERFLOWSHEET DESCRIPTION:SheetCHECKED BY:PROJECT NO:DRAWN BY:DATE:COPYRIGHT C DESIGN RESOURCES GROUPFAX (701) 281-9501FAX (701) 281-9501PH. (701) 499-0212FARGO, ND 58104SUITE 4004609 33RD AVE. S.PH. (701) 281-9500REVISIONS:12345678910111213141516ABCDEFGHJK12345678910111213141516ABCDEFGHJKA202EXTERIOR ELEVATIONS(COLOR)TOMMY EXPRESS CAR WASHXX/XX/202423-XXXAuthorChecker101 N. PEARSON LANESOUTHLAKE, TX 76092PXXXXA101 1/8" = 1'-0"1NORTH ELEVATION: ENTRANCE ENDA101 1/8" = 1'-0"2SOUTH ELEVATION: EXIT ENDA101 1/8" = 1'-0"4WEST ELEVATION AT TOWER AA101 1/8" = 1'-0"3EAST ELEVATION AT TOWER BMCM -2 & PC-1METAL FINISHB-2: CHARCOAL B-1: STONE GRAY (TYP)MCM -1METAL FINISHM-1: SPLIT-FACE CMU
FIRST FLOOR100'-0"T.O. PARAPET TOWER A128'-0"1234567891011121314T.O. PARAPET TOWER B124'-0"B.O. ACCENT TOWER B115'-9 1/4"T.O. ACCENT TOWER B118'-9 3/4"T.O. MAT WASHER115'-0"3.4PC-1OVERFLOW SCUPPERREFER TO DETAILSFE-1ST-1B-1M-1B-1STOREFRONT FRAMINGCLEAR ANOD. FINISHL-1R-1, ROOF SYSTEM FURNISHED AND INSTALLED BY TOMMY'SFE-1PC-1B-2B-1B-2M-1MC-1B-2MC-1MP-2B-1B-1SCREENED ROOF EQUIPMENT10'-11 1/2"78'-9 3/4"26'-6 1/4"PLAN VIEW - HORIZONTAL ARTICULATIONELEVATION VIEW - VERTICAL ARTICULATION24'-0"10'-0"12'-6" 1'-6" 1'-0"15'-0"SIGNAGE WILL BE A SEPARATE PERMIT REVIEWFIRST FLOOR100'-0"FIRST FLOOR100'-0"T.O. PARAPET TOWER A128'-0"12345678910111213141.83.2T.O. ACCENT TOWER A120'-8"B.O. ACCENT TOWER A117'-8"T.O. PARAPET TOWER B124'-0"T.O. PARAPET (FLAT FRONT)117'-7 3/4"T.O. DETACHED CANOPY114'-2"B.O. ATTACHED CANOPY110'-4 7/8"PC-1B-2B-1B-2M-1R-1, ROOF SYSTEM FURNISHED AND INSTALLED BY TOMMY'SFE-1L-1B-2B-1PC-1 (BEYOND)R-1, ROOF SYSTEM FURNISHED AND INSTALLED BY TOMMY'SFE-1 M-1 MC-1B-1 B-1B-1MC-1SCREENED ROOF EQUIPMENT31'-8 7/8"48'-4 1/8"41'-8 1/2"3'-7"4'-8 3/4"28'-0"11'-9"14'-9" 1'-6" 1'-4 7/8"17'-7 7/8"PLAN VIEW - HORIZONTAL ARTICULATIONELEVATION VIEW - VERTICAL ARTICULATIONSHEET DESCRIPTION:SheetCHECKED BY:PROJECT NO:DRAWN BY:DATE:COPYRIGHT C DESIGN RESOURCES GROUPFAX (701) 281-9501FAX (701) 281-9501PH. (701) 499-0212FARGO, ND 58104SUITE 4004609 33RD AVE. S.PH. (701) 281-9500REVISIONS:12345678910111213141516ABCDEFGHJK12345678910111213141516ABCDEFGHJKA203EXTERIOR ELEVATIONS(COLOR)TOMMY EXPRESS CAR WASHXX/XX/202423-XXXAuthorChecker101 N. PEARSON LANESOUTHLAKE, TX 76092PXXXXA101 1/8" = 1'-0"1WEST ELEVATIONA101 1/8" = 1'-0"2EAST ELEVATION
FPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13 FPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)C5
GRADING PLAN
PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 11/27/2023
CHRISTIANSON
C O M P A N I E S
LEGEND
FPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
W. SOUTHLAKE BLVD.N PEARSON LNTRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
COFM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)OHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
655.6
656.5
655.5
655.9
654.7
654.1652.1
651.5651.3
652.2
652.3
652.8
653.5
653.3
653.4
654.0
654.6
653.8653.8
653.5
652.7
652.9
652.6
651.8
651.8
650.5
650.9
651.5
651.8
652.2
652.4
653.0
653.4653.6652.8
652.9
653.1
652.9652.7
653.1
652.7
652.8
652.4
651.6
651.7
651.2
650.4
649.3
649.6
650.7
652.1
652.2
652.7
653.1
653.3653.8
653.0
653.4
652.9
652.2
651.6
650.9
650.3648.3PEARSON LANE(R.O.W. VARIES)OHE
OHESSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSS
6"6"
PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 11/27/2023
CHRISTIANSON
C O M P A N I E S
C6.2
PROPOSED
DRAINAGE
AREA MAP
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)OHEOHEOHEOHEOHEOHEOHEOHEOHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE
655.6
656.5
655.5
655.9
654.7
654.1652.1
651.5651.3
652.2
652.3
652.8
653.5
653.3
653.4
654.0
654.6
653.8653.8
653.5
652.7
652.9
652.6
651.8
651.8
650.5
650.9
651.5
651.8
652.2
652.4
653.0
653.4653.6652.8
652.9
653.1
652.9652.7
653.1
652.7
652.8
652.4
651.6
651.7
651.2
650.4
649.3
649.6
650.7
652.1
652.2
652.7
653.1
653.3653.8
653.0
653.4
652.9
652.2
651.6
650.9
650.3648.3PEARSON LANE(R.O.W. VARIES)OHE
OHE
W W W W W W W W W W W W W W W W W W WSSSSSSSSSSSSWWWWWWWWWWWWWWWWWW W
SSSSSSSSSSSSSSSSSSSS
W W W W W W W W W W W W6"
12"
6"
12"W W W W W W W W W W W
C6.1
EXISTING
DRAINAGE
AREA MAP
PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 11/27/2023
CHRISTIANSON
C O M P A N I E S
CO
COFPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
W. SOUTHLAKE BLVD.
(134' TXDOT R.O.W.)N PEARSON LNTRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
COCO
COFPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
W. SOUTHLAKE BLVD.
(134' TXDOT R.O.W.)N PEARSON LNTRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
COC8
UTILITY PLAN
PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 11/27/2023
CHRISTIANSON
C O M P A N I E S
PROJECT NO.|
DESIGN RESOURCES GROUP
WWW.DRGTEAM.COM
PH: 701-499-0212
FARGO, ND 58104
TOMMY'S EXPRESS
CAR WASH SYSTEMS
4500 S COLLINS STREET
ARLINGTON TEXAS
19-028
PROJECT NO.|
DESIGN RESOURCES GROUP
WWW.DRGTEAM.COM
PH: 701-499-0212
FARGO, ND 58104
TOMMY'S EXPRESS
CAR WASH SYSTEMS
4500 S COLLINS STREET
ARLINGTON TEXAS
19-028
PROJECT NO.|
DESIGN RESOURCES GROUP
WWW.DRGTEAM.COM
PH: 701-499-0212
FARGO, ND 58104
TOMMY'S EXPRESS
CAR WASH SYSTEMS
4500 S COLLINS STREET
ARLINGTON TEXAS
19-028
PROJECT NO.|
DESIGN RESOURCES GROUP
WWW.DRGTEAM.COM
PH: 701-499-0212
FARGO, ND 58104
TOMMY'S EXPRESS
CAR WASH SYSTEMS
4500 S COLLINS STREET
ARLINGTON TEXAS
19-028
CO
COFPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
COCO
COFPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
COFM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)PLOT DATE:
TOMMYS EXPRESS
CAR WASH
101 N. PEARSON LANE
SOUTHLAKE, TEXAS
CAR WASH JOB NO: 1091-03DCG Engineering, Inc.1668 Keller Parkway, Suite 100Keller, Tx 76248Phone: (817) 874-2941 or (817) 201-4477www.dcgengineering.comEngineering Firm Registration Number F-21947P R E L I M I N A R Y
FOR REVIEW ONLY
Not for Construction or Permit Purposes
P.E. No.
Engineer
Date
DAVID C. GREGORY
89296 11/27/2023
CHRISTIANSON
C O M P A N I E S
TREE PRESERVATION SUMMARY
TREES TO BE REMOVEDVARIES
Existing Tree Cover :
Gross acreage of site:101,308 SF
Area of existing tree cover on site:7,084 SF / 0.07%
Area of existing tree cover removed:5,594 SF / 79%
Area of existing tree cover to be preserved:1,490 SF / 21%
*NOTE: Tree canopy calculations are approximate based on tree
survey and aerial imagery
TREE IDENTIFICATION
TAG TYPE SIZE CANOPY STATUS
SITE NOTES
·NO STREAMS / CREEKS / PONDS EXIST ON SITE.
·SITE HAS NO CLEAR AREAS OF ENVIRONMENTAL
CONSTRAINT AND IS SUITABLE FOR DEVELOPMENT.
·FOR DETAILED CALCULATIONS OF BUFFERYARDS
SEE L1.01 LANDSCAPE PLAN.
TREE PRESERVATION NOTES FROM CITY OF SOUTHLAKE
"PLEASE BE AWARE THAT ALL EXISTING TREES SHOWN TO BE
PRESERVED ON AN APPROVED TREE CONSERVATION PLAN MUST BE
PRESERVED AND PROTECTED DURING ALL PHASES OF DEVELOPMENT.
ALTERATION OR REMOVAL OF ANY OF THE EXISTING TREES SHOWN
TO BE PRESERVED ON THE TREE CONSERVATION PLAN IS A VIOLATION
OF THE TREE PRESERVATION ORDINANCE AND THE ZONING AS
APPROVED BY THE SOUTHLAKE CITY COUNCIL. PLEASE ENSURE THAT
THE LAYOUT OF ALL STRUCTURES, EASEMENTS, UTILITIES,
STRUCTURES, GRADING, AND ANY OTHER STRUCTURE PROPOSED TO
BE CONSTRUCTED DO NOT CONFLICT WITH EXISTING TREES
INTENDED TO BE PRESERVED."
1
TREE REMOVAL
PLAN
CO
COFPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
COFM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)TOMMY'S EXPRESSCAR WASHSheet Number:
Sheet Title:
Issue Date: 1-2-24
Drawn By:
Checked By:
Project Number: 24004
Revisions W SOUTHLAKE BOULEVARD AND N PEARSON LANESOUTHLAKE, TEXASaWRAWR Designs, LLCP.O. Box 1746Aledo, Texas 76008amanda@awr-designs.comc. 512.517.5589AWR
AWRSTA
TE O F T E XASTCETHI
R
C
A
EPACSDNALDEE
GEISRRT572 4AMANARIC
H
DW .
A
RDSONTREE
MITIGATION
PLAN
L1.00
TREE PRESERVATION LEGEND
TREE TO BE REMOVED
TREE TO REMAIN
TREE PRESERVATION FENCING
GRAPHIC SCALE
FEET04020
Scale 1"=20' - 0"
TREE PRESERVATION NOTES
CONSTRUCTION METHODS:
BORING: BORING OF UTILITIES UNDER PROTECTED TREES MAY BE REQUIRED.
WHEN REQUIRED, THE MINIMUM LENGTH OF THE BORE SHALL BE THE WIDTH
OF THE CRITICAL ROOT ZONE AND SHALL BE A MINIMUM DEPTH OF FORTY (48)
INCHES.
TRENCHING: ALL TRENCHING SHALL BE DESIGNED TO AVOID TRENCHING
ACROSS CRITICAL ROOT ZONES OF ANY PROTECTED TREE. THE PLACEMENT
OF UNDERGROUND UTILITY LINES SUCH AS ELECTRIC, PHONE, GAS, ETC., IS
ENCOURAGED TO BE LOCATED OUTSIDE THE CRITICAL ROOT ZONE.
TRENCHING FOR IRRIGATION SYSTEMS SHALL BE PLACED OUTSIDE THE
CRITICAL ROOT ZONE EXCEPT THE MINIMUM REQUIRED SINGLE HEAD SUPPLY
LINE. THIS LINE IS ALLOWED TO EXTEND INTO THE CRITICAL ROOT ZONE
PERPENDICULAR TO THE TREE TRUNK WITH THE LEAST POSSIBLE
DISTURBANCE.
TREES TO BE REMOVED: ALL TREES TO BE REMOVED FROM THE SITE SHALL BE
FLAGGED BY THE CONTRACTOR WITH BRIGHT RED VINYL TAPE WRAPPED
AROUND THE MAIN TRUNK AT A HEIGHT OF FOUR (4') FEET ABOVE GRADE.
TREES TO REMAIN: ALL TREES TO REMAIN, AS NOTED ON DRAWINGS, SHALL
HAVE PROTECTIVE FENCING LOCATED AT THE TREE'S DRIP LINE. THE
PROTECTIVE FENCING SHALL BE LOCATED AS INDICATED ON THE TREE
PROTECTION DETAIL.
EXISTING TREES NOTED TO REMAIN SHALL BE PROTECTED DURING
CONSTRUCTION FROM DAMAGE AND COMPACTION OF SOIL UNDER AND
AROUND DRIP LINE OF TREE.
UNDER NO CIRCUMSTANCE SHALL THE CONTRACTOR PRUNE ANY PORTION OF
THE DAMAGED TREE WITHOUT THE PRIOR APPROVAL BY THE OWNER'S
AUTHORIZED REPRESENTATIVE.
PROHIBITED ACTIVITIES IN CRITICAL ROOT ZONE:
THE FOLLOWING ACTIVITIES ARE PROHIBITED IN THE AREAS NOTED AS THE
CRITICAL ROOT ZONE.
MATERIAL STORAGE: NO MATERIALS INTENDED FOR USE IN CONSTRUCTION,
OR WASTE MATERIALS ACCUMULATED DUE TO EXCAVATION OR DEMOLITION,
SHALL BE PLACED WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF ANY
PROTECTED TREE.
EQUIPMENT CLEANING/LIQUID DISPOSAL: NO EQUIPMENT SHALL BE CLEANED,
OR OTHER LIQUIDS DEPOSITED OR ALLOWED WITHIN THE LIMITS OF THE
CRITICAL ROOT ZONE OF A PROTECTED TREE. THIS INCLUDES, WITHOUT
LIMITATION: PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, MORTAR OR SIMILAR
MATERIALS.
TREE ATTACHMENTS: NO SIGNS, WIRES, OR OTHER ATTACHMENTS, OTHER
THAN THOSE OF A PROTECTIVE NATURE, SHALL BE ATTACHED TO ANY
PROTECTED TREE.
VEHICULAR TRAFFIC: NO VEHICULAR AND/OR CONSTRUCTION, EQUIPMENT,
TRAFFIC, OR PARKING SHALL TAKE PLACE WITHIN THE LIMITS OF THE CRITICAL
ROOT ZONE OF ANY PROTECTED TREE OTHER THAN ON EXISTING STREET
PAVEMENT.
GRADE CHANGES: A MINIMUM OF 75% OF THE DRIP LINE AND ROOT ZONE
SHALL BE PRESERVED AT NATURAL GRADE. ANY FINE GRADING DONE WITHIN
THE CRITICAL ROOT ZONES OF THE PROTECTED TREES MUST BE DONE WITH
LIGHT MACHINERY SUCH AS A BOBCAT OR LIGHT TRACTOR. NO EARTH MOVING
EQUIPMENT WITH TRACKS IS ALLOWED WITHIN THE CRITICAL ROOT ZONE OF
THE TREES.
PROCEDURES REQUIRED PRIOR TO CONSTRUCTION:
PROTECTIVE FENCING: PRIOR TO CONSTRUCTION, THE CONTRACTOR OR
SUBCONTRACTOR SHALL CONSTRUCT AND MAINTAIN, FOR EACH PROTECTED
TREE ON A CONSTRUCTION SITE, A PROTECTIVE FENCING WHICH ENCIRCLES
THE OUTER LIMITS OF THE CRITICAL ROOT ZONE OF THE TREE TO PROTECT IT
FROM CONSTRUCTION ACTIVITY. ALL PROTECTIVE FENCING SHALL BE IN
PLACE PRIOR TO COMMENCEMENT OF ANY SITE WORK, AND REMAIN IN PLACE
UNTIL ALL EXTERIOR WORK HAS BEEN COMPLETED.
BARK PROTECTION: IN SITUATIONS WHERE A PROTECTED TREE REMAINS IN
THE IMMEDIATE AREA OF INTENDED CONSTRUCTION, AND THE LANDSCAPE
ARCHITECT OR OWNERS'S REPRESENTATIVE DETERMINES THE TREE BARK TO
BE IN DANGER OF DAMAGE BY CONSTRUCTION EQUIPMENT OR OTHER
ACTIVITY, THE CONTRACTOR OR SUBCONTRACTOR SHALL PROTECT THE TREE
BY ENCLOSING THE ENTIRE CIRCUMFERENCE OF THE TREE WITH 2"X4" LUMBER
ENCIRCLED WITH WIRE OR OTHER MEANS THAT DO NOT DAMAGE THE TREE.
THE INTENT IS TO PROTECT THE BARK OF THE TREE AGAINST INCIDENTAL
CONTACT BY LARGE CONSTRUCTION EQUIPMENT.
CASE #: ZA23-0073
PROPOSED EXISTING TREE COVER DOES NOT COMPLY WITH EXISTING TREE
PRESERVATION REQUIREMENTS OF THE TREE PRESERVATION ORDINANCE.
100% IS PROPOSED TO BE REMOVED WITHIN THE SITE PLAN AREA.
CONDITION OF TREES ON SITE TO BE VERIFIED PRIOR TO PROVIDING
MITIGATION FEES ASSOCIATED WITH REMOVAL.
CO
COFPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
CO51
DBH
BERMUDA SOLID SOD, TYP.
2-5" MINUS SEWER
ROCK, TYP.
68
BAR
49
WM
1
RO
3
MS
3
SP
1
MB
3
DY
2
TJ
6
TS
17
MS
13
NRS
115
GL
7
MB
5
MS
10
SP
1
TJ
12
TS
9
SP
3
BAR
50
GL
1
WM
3
SP
3
DY
3
BAR
3
TS
55
SC
3
SP
15
GL
3
DY
3
CE
10' BUFFERYARD
5' BUFFERYARD20' BUFFERYARD10' BUFFERYARD2
MB
1
PH
1
MB
2
CE
3
MB
5
TS
9
SP
CO
COFPRETAIL
CENTER
6,909 S.F.
(CONCEPTUAL)
TRASH
ENCLOSURE
DRIVE 1
DRIVE 2PROP. BUILDING 4,625 SQ FT110' CAR WASH 12
5 6
13
13
COFM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)MULCH, TYP.
10
MS
1
RO
3
TJ
3
CE
6
MB
8
MS
1
RO
3
TJ
FM 1709
WEST SOUTHLAKE BLVD
(134' TXDOT R.O.W.)PEARSON LANE(R.O.W. VARIES)TOMMY'S EXPRESSCAR WASHSheet Number:
Sheet Title:
Issue Date: 1-2-24
Drawn By:
Checked By:
Project Number: 24004
Revisions W SOUTHLAKE BOULEVARD AND N PEARSON LANESOUTHLAKE, TEXASaWRAWR Designs, LLCP.O. Box 1746Aledo, Texas 76008amanda@awr-designs.comc. 512.517.5589AWR
AWRSTA
TE O F T E XASTCETHI
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EPACSDNALDEE
GEISRRT572 4AMANARIC
H
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RDSONLANDSCAPE
PLAN
L1.01
GRAPHIC SCALE
FEET04020
SFDOH 1" 20' - 0"
GENERAL LAWN NOTES
1.CONTRACTOR SHALL COORDINATE OPERATIONS
AND AVAILABILITY OF EXISTING TOPSOIL WITH
ON-SITE CONSTRUCTION MANAGER
2.LAWN AREAS SHALL BE LEFT 1" BELOW FINAL
FINISHED GRADE PRIOR TO TOPSOIL
INSTALLATION.
3.CONTRACTOR TO FIND GRADE AREAS TO
ACHIEVE FINAL CONTOURS AS SHOWN ON CIVIL
DRAWINGS. POSITIVE DRAINAGE SHALL BE
PROVIDED AWAY FROM ALL BUILDINGS.
ROUNDING AT TOP AND BOTTOM OF SLOPES
SHALL BE PROVIDED AND IN OTHER BREAKS IN
GRADE. CORRECT AREAS WHERE STANDING
WATER MAY OCCUR.
4.ALL LAWN AREAS SHALL BE FINE GRADED,
IRRIGATION TRENCHES COMPLETELY SETTLED
AND FINISH GRADE APPROVED BY THE OWNER'S
CONSTRUCTION MANAGER OR LANDSCAPE
ARCHITECT PRIOR TO LAWN INSTALLATION.
5.CONTRACTOR SHALL REMOVE ALL ROCKS 3/4" IN
DIAMETER AND LARGER. REMOVE ALL DIRT
CLODS, STICKS, CONCRETE SPOILS, TRASH ETC
PRIOR TO PLACING TOPSOIL AND GRASS
INSTALLATION.
6.CONTRACTOR SHALL MAINTAIN ALL LAWN AREAS
UNTIL FINAL ACCEPTANCE.
7.CONTRACTOR SHALL GUARANTEE
ESTABLISHMENT OF ACCEPTABLE TURF AREA
AND SHALL PROVIDE REPLACEMENT IF
NECESSARY.
SOLID SOD:
1.SOLID SOD SHALL BE PLACED ALONG ALL
IMPERVIOUS EDGES, AT A MINIMUM. THIS SHALL
INCLUDE CURBS, WALKS, INLETS, MANHOLES
AND PLANTING BED AREAS. SOD SHALL COVER
OTHER AREAS COMPLETELY AS INDICATED BY
PLAN.
2.SOD SHALL BE STRONGLY ROOTED DROUGHT
RESISTANT SOD, NOT LESS THAN 2 YEARS OLD,
FREE OF WEEDS AND UNDESIRABLE NATIVE
GRASS AND MACHINE CUT TO PAD THICKNESS
OF 3/4" (+1/4"), EXCLUDING TOP GROWTH AND
THATCH.
3.LAY SOD BY HAND TO COVER INDICATED AREAS
COMPLETELY, ENSURING EDGES ARE TOUCHING
WITH TIGHTLY FITTING JOINTS, NO OVERLAPS
WITH STAGGERED STRIPS TO OFFSET JOINTS.
4.TOP DRESS JOINTS IN SOD BY HAND WITH
TOPSOIL TO FILL VOIDS IF NECESSARY
5.SOD SHALL BE ROLLED TO CREATE A SMOOTH
EVEN SURFACE. SOD SHOULD BE WATERED
THOROUGHLY DURING INSTALLATION PROCESS.
6.SHOULD INSTALLATION OCCUR BETWEEN
OCTOBER 1ST AND MARCH 1ST, OVERSEED
BERMUDAGRASS SOD WITH WINTER RYEGRASS
AT A RATE OF 4 POUNDS PER 1000 S.F.
HYDROMULCH:
1.SCARIFY AND LOOSEN ALL AREAS TO BE
HYDROMULCHED TO A MINIMUM DEPTH OF 4"
PRIOR TO TOPSOIL AND HYDROMULCH
INSTALLATION.
2.BERMUDA GRASS SEED SHALL BE EXTRA
HULLED, TREATED LAWN TYPE. SEED SHALL BE
DELIVERED TO THE SITE IN ITS ORIGINAL
UNOPENED CONTAINER AND SHALL MEET ALL
STATE/LOCAL LAW REQUIREMENTS.
3.FIBER SHALL BE 100% WOOD CELLULOSE
FIVER, DELIVERED TO THE SITE IN ITS
ORIGINAL UNOPENED CONTAINER AS
MANUFACTURED BY "CONWEB' OR EQUAL.
4.FIBER TACK SHALL BE DELIVERED TO THE SITE
IN ITS UNOPENED CONTAINER AND SHALL BE
'TERRO-TACK ONE', AS MANUFACTURED BY
GROWERS, INC OR APPROVED EQUAL.
5.HYDROMULCH WITH BERMUDA GRASS SEET AT
A RATE OF 2 POUNDS PER 1000 S.F.
6.USE A BATTER BOARD AGAINST ALL BED
AREAS TO PREVENT OVER SPRAY.
7.IF INADEQUATE MOISTURE IS PRESENT IN SOIL,
APPLY WATER AS NECESSARY FOR OPTIMUM
MOISTURE FOR SEED APPLICATION.
8.IF INSTALLATION OCCURS BETWEEN
SEPTEMBER 1ST AND MAY 1ST, ALL
HYDORMULCH AREAS SHALL BE OVER-SEEDED
WITH WINTER RYE GRASS AT A RATE OF FOUR
POUNDS PER ONE THOUSAND SQUARE FEET.
CONTRACTOR SHALL BE REQUIRED TO
RE-HYDROMULCH WITH BERMUDA GRASS THE
FOLLOWING GROWING SEASON AS PART OF
THIS CONTRACT.
9.AFTER APPLICATION, NO EQUIPMENT SHALL
OPERATE OVER APPLIED AREAS. WATER
SEEDED AREAS IMMEDIATELY AFTER
INSTALLATION TO SATURATION.
10.ALL LAWN AREAS TO BE HYDROMULCHED
SHALL ACHIEVE 100% COVERAGE PRIOR TO
FINAL ACCEPTANCE.
LANDSCAPE NOTES
1.CONTRACTOR TO VERIFY AND LOCATE ALL
PROPOSED AND EXISTING ELEMENTS. NOTIFY
LANDSCAPE ARCHITECT OR DESIGNATED
REPRESENTATIVE FOR ANY LAYOUT
DISCREPANCIES OR ANY CONDITION THAT
WOULD PROHIBIT THE INSTALLATION AS SHOWN.
SURVEY DATA OF EXISTING CONDITIONS WAS
SUPPLIED BY OTHERS
2.CONTRACTOR SHALL CALL 811 TO VERIFY AND
LOCATE ANY AND ALL UTILITIES ON SITE PRIOR
TO COMMENCING WORK. LANDSCAPE
ARCHITECT SHOULD BE NOTIFIED OF ANY
CONFLICTS. CONTRACTOR TO EXERCISE
EXTREME CAUTION WHEN WORKING NEAR
UNDERGROUND UTILITIES.
3.A MINIMUM OF 2% SLOPE SHALL BE PROVIDED
AWAY FROM ALL STRUCTURES.
4.CONTRACTOR SHALL FINE GRADE AREAS TO
ACHIEVE FINAL CONTOURS AS INDICATED. LEAVE
AREAS TO RECEIVE TOPSOIL 3" BELOW FINAL
FINISHED GRADE IN PLANTING AREAS AND 1"
BELOW FINAL FINISHED GRADE IN LAWN AREAS.
5.LANDSCAPE ISLANDS SHALL BE CROWNED, AND
UNIFORM THROUGHOUT THE SITE.
6.PLANTING AREAS AND SOD TO BE SEPARATED
BY STEEL EDGING. NO STEEL EDGING SHALL BE
INSTALLED ADJACENT TO BUILDINGS, WALKS OR
CURBS. EDGING NOT TO BE MORE THAN 1/2"
ABOVE FINISHED GRADE.
7.EDGING SHALL BE CUT AT 45 DEGREE ANGLE
WHERE IT INTERSECTS WALKS AND/OR CURBS.
8.MULCH SHALL BE INSTALLED AT 1/2" BELOW THE
TOPS OF SIDEWALKS AND CURBING.
9.QUANTITIES ON THESE PLANS ARE FOR
REFERENCE ONLY. THE SPACING OF PLANTS
SHOULD BE AS INDICATED ON PLANS OR
OTHERWISE NOTED. ALL TREES AND SHRUBS
SHALL BE PLANTED PER DETAILS.
10.CONTAINER GROWN PLANT MATERIAL IS
PREFERRED HOWEVER BALL AND BURLAP PLANT
MATERIAL CAN BE SUBSTITUTED IF NEED BE AND
IS APPROPRIATE TO THE SIZE AND QUALITY
INDICATED ON THE PLANT MATERIAL LIST.
11.TREES SHALL BE PLANTED AT A MINIMUM OF 5'
FROM ANY UTILITY LINE, SIDEWALK OR CURB.
TREES SHALL ALSO BE 10' CLEAR FROM FIRE
HYDRANTS.
12.4" OF SHREDDED HARDWOOD MULCH (2"
SETTLED THICKNESS) SHALL BE PLACED OVER
WEED BARRIER FABRIC. MULCH SHALL BE
SHREDDED HARDWOOD MULCH OR APPROVED
EQUAL, PINE STRAW MULCH IS PROHIBITED.
13.WEED BARRIER FABRIC SHALL BE USED IN PLANT
BEDS AND AROUND ALL TREES AND SHALL BE
MIRAFI 1405 WEED BARRIER OR APPROVED
EQUAL.
14.CONTRACTOR TO PROVIDE UNIT PRICING OF
LANDSCAPE MATERIALS AND BE RESPONSIBLE
FOR OBTAINING ALL LANDSCAPE AND IRRIGATION
PERMITS.
IRRIGATION:
1.ALL REQUIRED LANDSCAPE AREAS SHALL HAVE
AN AUTOMATIC IRRIGATION SYSTEM WITH A
FREEZE/RAIN SENSOR. SYSTEM SHALL ALSO
HAVE AN ET WEATHER BASED CONTROLLER AND
BE DESIGNED AND INSTALLED BY A LICENSED
IRRIGATOR.
MAINTENANCE REQUIREMENTS:
1.VEGETATION SHOULD BE INSPECTED
REGULARLY TO ENSURE THAT PLANT
MATERIAL IS ESTABLISHING PROPERLY AND
REMAINS IN A HEALTHY GROWING CONDITION
APPROPRIATE FOR THE SEASON. IF DAMAGED
OR REMOVED, PLANTS MUST BE REPLACED BY
A SIMILAR VARIETY AND SIZE.
2.MOWING, TRIMMING, EDGING AND
SUPERVISION OF WATER APPLICATIONS SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR
UNTIL THE OWNER OR OWNER'S
REPRESENTATIVE ACCEPTS AND ASSUMES
REGULAR MAINTENANCE.
3.ALL LANDSCAPE AREAS SHOULD BE CLEANED
AND KEPT FREE OF TRASH, DEBRIS, WEEDS
AND OTHER MATERIAL.
MISCELLANEOUS MATERIALS:
1.STEEL EDGING SHALL BE 3/16" X 4 X 16' DARK
GREEN DURAEDGE STEEL LANDSCAPE EDGING
UNLESS NOTED OTHERWISE ON
PLANS/DETAILS.
2.RROCK SHALL BE MINUS SEWER ROCK, 2" - 5"
DIAMETER. RIVER ROCK SHALL BE COMPACTED
TO A MINIMUM OF 3" DEPTH OVER FILTER
FABRIC.
CASE #: ZA23-0073
TOMMY'S EXPRESSCAR WASHSheet Number:
Sheet Title:
Issue Date: 1-2-24
Drawn By:
Checked By:
Project Number: 24004
Revisions W SOUTHLAKE BOULEVARD AND N PEARSON LANESOUTHLAKE, TEXASaWRAWR Designs, LLCP.O. Box 1746Aledo, Texas 76008amanda@awr-designs.comc. 512.517.5589AWR
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SPECS
AND DETAILS
L1.02
SHRUB PLANTING
SHRUBS OR GROUNDCOVER AS
SPECIFIED ON PLAN
PLANTING SOIL MIX. TILL IN WITH PARTS
EXISTING SOIL, EXCLUDING LARGE
CLODS AND ROCKS.
ROOT BALL, DO NOT
DISTURB
UNDISTURBED SUBGRADE / NATIVE SOIL
WEED BARRIER FABRIC
LAYER OF MULCH,
SETTLED THICKNESS
SHOULD BE 2" MIN.CURB OR SIDEWALK,
NO STEEL EDGING
ALONG WALK, TYP.
TOP OF MULCH SHOULD BE,
AT MINIMUM, 1/2" BELOW
WALK OR CURBING
REF. LANDSCAPE
PLAN FOR SPACING
2
N.T.S.
1/2" MAXIMUM
O.C. SPACINGO.C. SPACING
BACK OF CURB
MULCH
24" MIN. SETBACK
FOR SHRUBS &
GROUNDCOVERS
ALONG BACK OF
CURB TO ALLOW
FOR CAR OVERHANG
SHRUB SPACING AND PLANTING AT B.O.C.3
N.T.S.
4'
MIN.
2.5'
MIN.
SPECIFIED
BED BORDER
2'
MIN.
BACK OF CURB
MULCH PER SPECIFICATIONS
LAWN
SHRUBS AND GROUNDCOVER
REFER TO PLANS FOR PLANT TYPES
PREPARED SOIL MIX
PER SPECIFICATIONS
3/16" X 4" X 16" STEEL EDGING WITH
STAKES
NOTE: NO STEEL EDGING
TO BE INSTALLED ALONG
SIDEWALKS
1/2" MAXIMUM
STEEL EDGING DETAIL4
N.T.S.
DECOMPOSED GRANITE / RIVER ROCK5
N.T.S.
DECOMPOSED GRANITE AND/OR
RIVER ROCK TO BE
COMPACTED TO A 3" DEPTH
PLANTING AREA, REFERENCE
LANDSCAPE PLAN
DECOMPOSED GRANITE /
RIVER ROCK
ENSURE PROPER DRAINAGE
STEEL EDGING
FILTER FABRIC, WRAP
UP AT EDGING, TYP.
COMPACTED SUBGRADE
SECTION 32 9300 - LANDSCAPE
PART 1 - GENERAL
1.1 QUALIFICATIONS OF THE LANDSCAPE CONTRACTOR.
A.ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY
A SINGLE FIRM SPECIALIZING IN LANDSCAPE PLANTING
1.2 REFERENCE DOCUMENTS
A.REFER TO LANDSCAPE PLANS, NOTES, SCHEDULES AND DETAILS FOR
ADDITIONAL REQUIREMENTS
1.3 SCOPE OF WORK / DESCRIPTION OF WORK
A.WORK COVERED BY THESE SECTIONS INCLUDES: FURNISH ALL
SUPERVISIONS, LABOR, MATERIALS, SERVICES, EQUIPMENT AND
APPLIANCES REQUIRED TO COMPLETE THE WORK COVERED IN
CONJUNCTION WITH THE LANDSCAPING COVERED IN LANDSCAPE PLANS
AND SPECIFICATIONS INCLUDING:
1. PLANTING (TREES, SHRUBS, GRASSES)
1.BED PREP AND FERTILIZATION
3. NOTIFICATION OF SOURCES
4. WATER AND MAINTENANCE UNTIL ACCEPTANCE
5. GUARANTEE
B.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE
LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES HAVING
JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND
PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL AUTHORITIES IN
SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS.
C.THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL
UNDERGROUND UTILITY LINES (WATER, SEWER, ELECTRICAL, TELEPHONE,
GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK
1.4 REFERENCES
A.AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY AMERICAN
ASSOCIATION OF NURSERYMEN; 27 OCTOBER 1980, EDITION; BY AMERICAN
NATIONAL STANDARDS INSTUTUTE (Z60.1) - PLANT MATERIAL
B.AMERICAN JOINT COMMITTEE ON HORTICULTURE NOMENCLATURE; 1942
EDITION OF STANDARDIZED PLANT NAMES.
C.TEXAS ASSOCIATION OF NURSERYMEN, GRADES AND STANDARDS
1.5 SUBMITTALS
A.PROVIDE REPRESENTATIVE QUANTITIES OF EACH SOIL, MULCH, BED MIX,
GRAVEL AND STONE BEFORE INSTALLATION. SAMPLES TO BE APPROVED BY
OWNER'S REPRESENTATIVE BEFORE USE.
B.SOIL AMENDMENTS AND FERTILIZERS SHOULD BE RESEARCHED AND BASED
ON THE SOILS IN THE AREA.
C.BEFORE INSTALLATION, SUBMIT DOCUMENTATION THAT PLANT MATERIALS
ARE AVAILABLE AND HAVE BEEN RESERVED. FOR ANY PLANT MATERIAL NOT
AVAILABLE, SUBMIT REQUEST FOR SUBSTITUTION.
1.6 JOB CONDITIONS, DELIVERY, STORAGE AND HANDLING
A.GENERAL CONTRACTOR TO COMPLETE WORK BEFORE LANDSCAPE
CONTRACTOR TO COMMENCE.
B.ALL PLANTING BED AREAS SHALL BE LEFT THREE INCHES BELOW FINAL
GRADE OF SIDEWALKS, DRIVES AND CURBS. ALL AREAS TO RECEIVE SOLID
SOD SHALL BE LEFT ONE INCH BELOW THE FINAL GRADE OF WALKS, DRIVES
AND CURBS. CONSTRUCTION DEBRIS SHALL BE REMOVED PRIOR TO
LANDSCAPE CONTRACTOR BEGINNING WORK
C.STORAGE OF MATERIALS AND EQUIPMENT AT THE JOB SITE WILL BE AT THE
RISK OF THE LANDSCAPE CONTRACTOR. THE OWNER CANNOT BE HELD
RESPONSIBLE FOR THEFT OR DAMAGE.
1.7 SEQUENCING
A.INSTALL TREES, SHRUBS, AND LINER STOCK PLANT MATERIALS PRIOR TO
INSTALLATION OF LAWN/SOLID SOD.
B.WHERE EXISTING TURF AREAS ARE BEING CONVERTED TO PLANTING BEDS,
THE TURF SHALL BE CHEMICALLY ERADICATED TO MINIMIZE RE-GROWTH IN
THE FUTURE. AREAS SHALL BE PROPERLY PREPARED WITH AMENDED
ORGANIC MATTER.
1.8 MAINTENANCE AND GUARANTEE
MAINTENANCE:
A.THE LANDSCAPE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE
MAINTENANCE OF ALL WORK FROM THE TIME OF PLANTING UNTIL FINAL
ACCEPTANCE BY OWNER.
B.NO TREES, GRASS, GROUNDCOVER OR GRASS WILL BE ACCEPTED UNLESS
THEY SHOW HEALTHY GROWTH AND SATISFACTORY FOLIAGE CONDITIONS.
C.MAINTENANCE SHALL INCLUDE WATERING OF TREES AND PLANTS,
CULTIVATION, WEED SPRAYING, EDGING, PRUNING OF TREES, MOWING OF
GRASS, CLEANING UP AND ALL OTHER WORK NECESSARY FOR
MAINTENANCE.
D.A WRITTEN NOTICE REQUESTING FINAL INSPECTION AND ACCEPTANCE
SHOULD BE SUBMITTED TO THE OWNER AT LEAST 7 DAYS PRIOR TO
COMPLETION. AN ON SITE INSPECTION BY THE OWNER'S AUTHORIZED
REPRESENTATIVE WILL BE COMPLETED PRIOR TO WRITTEN ACCEPTANCE.
E.NOTIFY OWNER OR OWNER'S REPRESENTATIVE SEVEN DAYS PRIOR TO THE
EXPIRATION OF THE WARRANTY PERIOD.
F.REMOVE DEAD, UNHEALTHY AND UNSIGHTLY PLANTS DURING WARRANTY
PERIOD
G.REMOVE GUYING AND STAKING MATERIALS AFTER ONE YEAR
H.ALL LANDSCAPE MUST BE MAINTAINED AND GRASS MOWED/EDGED ON A
WEEKLY SCHEDULE UNTIL ACCEPTANCE BY OWNER. REMOVE CLIPPINGS
AND DEBRIS FROM SITE PROMPTLY.
I.REMOVE TRASH, DEBRIS, AND LITTER. WATER, PRUNE, RESTAKE TREES,
FERTILIZE, WEED AND APPLY HERBICIDES AND FUNGICIDES AS REQUIRED.
J.COORDINATE THE OPERATION OF IRRIGATION SYSTEM TO ENSURE THAT
PLANTS ARE ADEQUATELY WATERED. HAND WATER AREAS NOT RECEIVING
ADEQUATE WATER FROM AN IRRIGATION SYSTEM.
K.THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN
ACCORDANCE TO THE MAINTENANCE SERVICE TO ENSURE THE SYSTEM IS
IN PROPER WORKING ORDER WITH SCHEDULING ADJUSTMENTS BY SEASON
TO MAXIMIZE WATER CONSERVATION.
L.REAPPLY MULCH TO BARE AND THIN AREAS.
M.SHOULD SEEDED AND/OR SODDED AREAS NOT BE COVERED BY AN
AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE
RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL,
HEALTHY STAND OF GRASS AT NO ADDITIONAL COST TO THE OWNER.
N.TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE
PERIOD, ALL OF THE FOLLOWING CONDITIONS MUST OCCUR:
a.THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH
EXCEPTIONS MADE FOR SEASONAL DORMANCY). ALL PLANTS NOT
MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY
HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE.
b.ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL
ACCEPTANCE.
c.SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A
MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE FIRST MOWING.
HYDROMULCHED AREAS SHALL SHOW ACTIVE, HEALTHY GROWTH.
BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE
RESODDED OR RESEEDED (AS APPROPRIATE) PRIOR TO FINAL
ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED.
GUARANTEE:
A.TREES, SHRUBS, GROUNDCVOER SHALL BE GUARANTEED (IN WRITING) FOR
A 12 MONTH PERIOD (90 DAYS FOR ANNUAL PLANTING OR AT THE END OF
THE SEASONAL COLOR GROWING SEASON, WHICHEVER COMES SOONER)
AFTER FINAL ACCEPTANCE. THE CONTRACTOR SHALL REPLACE ALL DEAD
MATERIALS AS SOON AS WEATHER PERMITS AND UPON NOTIFICATION OF
THE OWNER.
B.PLANTS INCLUDING TREES, WHICH HAVE PARTIALLY DIED SO THAT SHAPE,
SIZE OR SYMMETRY HAVE BEEN DAMAGED SHALL BE CONSIDERED SUBJECT
TO REPLACEMENT. IN SUCH CASES, THE OPINION OF THE OWNER SHALL BE
FINAL.
C.PLANTS USED FOR REPLACEMENT SHALL BE OF THE SAME SIZE AND KIND
AS THOSE ORIGINALLY PLANTED OR SPECIFIED. ALL WORK INCLUDING
MATERIALS, LABOR AND EQUIPMENT USED IN REPLACEMENTS SHALL CARRY
A 12 MONTH GUARANTEE. ANY DAMAGE INCLUDING RUTS IN LAWN OR BED
AREAS INCURRED AS A RESULT OF MAKING REPLACEMENTS SHALL BE
IMMEDIATELY REPAIRED.
D.WHEN PLANT REPLACEMENTS ARE MADE, PLANTS, SOIL MIX, FERTILIZER
AND MULCH ARE TO BE UTILIZED AS ORIGINALLY SPECIFIED AND
RE-INSPECTED FOR FULL COMPLIANCE WITH THE CONTRACT
REQUIREMENTS. ALL REPLACEMENTS ARE INCLUDED UNDER "WORK" OF
THIS SECTION.
E.THE OWNER AGREES THAT FOR THE ONE YEAR WARRANTY PERIOD TO BE
EFFECTIVE, HE WILL WATER PLANTS AT LEAST TWICE A WEEK DURING DRY
PERIODS.
F.THE ABOVE GUARANTEE SHALL NOT APPLY WHERE PLANTS DIE AFTER
ACCEPTANCE BECAUSE OF DAMAGE DUE TO ACTS OF GOD, VANDALISM,
INSECTS, DISEASE, INJURY BY HUMANS, MACHINES, THEFT OR NEGLIGENCE
BY OWNER.
G.ACCEPTANCE FOR ALL LANDSCAPE WORK SHALL BE GIVEN AFTER FINAL
INSPECTION BY THE OWNER PROVIDED THE JOB IS IN A COMPLETE,
UNDAMAGED CONDITION AND THERE IS A STAND OF GRASS IN ALL LAWN
AREAS. AT THAT TIME, THE OWNER WILL ASSUME MAINTENANCE ON THE
ACCEPTED WORK.
1.9 QUALITY ASSURANCE
A.COMPLY WITH ALL FEDERAL, STATE, COUNTY AND LOCAL REGULATIONS
GOVERNING LANDSCAPE MATERIALS AND WORK.
B.EMPLOY PERSONNEL EXPERIENCED AND FAMILIAR WITH THE REQUIRED
WORK AND SUPERVISION BY A FOREMAN.
C.MAKE CONTACT WITH SUPPLIERS IMMEDIATELY UPON OBTAINING NOTICE
OF CONTRACT ACCEPTANCE TO SELECT AND BOOK MATERIALS.
D.DEVELOP A PROGRAM OF MAINTENANCE (PRUNING AND FERTILIZATION)
WHICH WILL ENSURE THE PURCHASED MATERIALS WILL MEET AND/OR
EXCEED PROJECT SPECIFICATIONS.
E.DO NOT MAKE PLANT MATERIAL SUBSTITUTIONS. IF THE LANDSCAPE
MATERIAL SPECIFIED IS NOT READILY AVAILABLE, SUBMIT PROOF TO
LANDSCAPE ARCHITECT ALONG WITH THE PROPOSED MATERIAL TO BE
USED IN LIEU OF THE SPECIFIED PLANT.
F.AT THE TIME BIDS ARE SUBMITTED, THE CONTRACTOR IS ASSUMED TO HAVE
LOCATED THE MATERIALS NECESSARY TO COMPLETE THE JOB AS
SPECIFIED.
G.OWNER'S REPRESENTATIVE SHALL INSPECT ALL PLANT MATERIAL AND
RETAINS THE RIGHT TO INSPECT MATERIALS UPON ARRIVAL TO THE SITE
AND DURING INSTALLATION. THE OWNER'S REPRESENTATIVE MAY ALSO
REJECT ANY MATERIALS HE/SHE FEELS TO BE UNSATISFACTORY OR
DEFECTIVE DURING THE WORK PROCESS. ALL PLANTS DAMAGED IN
TRANSIT OR AT THE JOB SITE SHALL BE REJECTED.
1.10 PRODUCT DELIVERY, STORAGE AND HANDLING
A.PREPARATION
1. BALLED AND BURLAPPED B&B PLANTS): DIG AND PREPARE SHIPMENT
IN A MANNER THAT WILL NOT DAMAGE ROOTS, BRANCHES, SHAPE AND FUTURE
DEVELOPMENT.
2. CONTAINER GROWN PLANTS: DELIVER PLANTS IN RIGID CONTAINER TO
HOLD BALL SHAPE AND PROTECT ROOT MASS.
B.DELIVERY
1. DELIVER PACKAGED MATERIALS IN SEALED CONTAINERS SHOWING
WEIGHT, ANALYSIS AND NAME OF MANUFACTURER. PROTECT MATERIALS
FROM DETERIORATION DURING DELIVERY AND WHILE STORED ON SITE.
2. DELIVER ONLY PLANT MATERIALS THAT CAN BE PLANTED IN ONE DAY
UNLESS ADEQUATE STORAGE AND WATERING FACILITIES ARE AVAILABLE
ON SITE
3. PROTECT ROOT BALLS BY HEELING IN WITH SAWDUST OR OTHER
APPROVED MOISTURE RETAINING MATERIAL IF NOT PLANTED WITHIN 24
HOURS OF DELIVERY.
4. PROTECT PLANTS DURING DELIVERY TO PREVENT DAMAGE TO ROOT
BALL OR DESICCATION OF LEAVES.
5. KEEP PLANTS MOIST AT ALL TIMES. COVER ALL MATERIALS DURING
TRANSPORT.
6. NOTIFY OWNERS REPRESENTATIVE OF DELIVERY 72 HOURS PRIOR TO
DELIVERY OF PLANT MATERIAL AT JOB SITE.
7. REMOVE REJECTED PLANT MATERIAL IMMEDIATELY FROM JOB SITE.
8. TO AVOID DAMAGE OR STRESS, DO NOT LIFT, MOVE, ADJUST TO
PLUMB, OR OTHERWISE MANIPULATE PLANTS BY TRUNK OR STEMS.
PART 2 - PRODUCTS
2.1 PLANT MATERIALS
A.GENERAL: WELL FORMED NO. 1 GRADE OR BETTER NURSERY GROWN
STOCK. LISTED PLANT HEIGHTS ARE FROM TOPS OF FOOT BALLS TO
NOMINAL TOPS OF PLANTS. PLANT SPREAD REFERS TO NOMINAL OUTER
WIDTH OF THE PLANT NOT THE OUTER LEAF TIPS. PLANTS SHALL BE
INDIVIDUALLY APPROVED BY THE OWNERS REPRESENTATIVE AND THEIR
DECISION AS TO THEIR ACCEPTABILITY SHALL BE FINAL.
B.QUANTITIES: THE DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY.
ANYTHING CALLED FOR ON ONE AND NOT THE OTHER IS AS BINDING AS IF
SHOWN AND CALLED FOR ON BOTH. THE PLANT SCHEDULE IS AN AID TO
BIDDERS ONLY. CONFIRM ALL QUANTITIES ON PLAN.
C.QUANTITIES AND SIZE: PLANT MATERIALS SHALL CONFORM TO THE SIZE
GIVEN ON THE PLAN AND SHALL BE HEALTHY, WELL SHAPED, FULL
BRANCHED AND WELL ROOTED. SYMMETRY IS ALSO IMPERATIVE. PLANTS
SHALL BE FREE FROM INSECTS, INJURY, DISEASE, BROKEN BRANCHES,
DISFIGUREMENTS, INSECT EGGS AND ARE TO BE OF SPECIMEN QUALITY.
D.APPROVAL: ALL PLANTS WHICH ARE FOUND UNSUITABLE IN GROWTH OR
ARE UNHEALTHY, BADLY SHAPED OR UNDERSIZED WILL BE REJECTED BY
THE OWNERS REPRESENTATIVE EITHER BEFORE OR AFTER PLANTING AND
SHALL BE REMOVED AT THE EXPENSE OF THE LANDSCAPE CONTRACTOR
AND REPLACED WITH ACCEPTABLE SPECIMENS.
E.TREES SHALL BE HEALTHY, FULL BRANCHED, WELL SHAPED AND SHALL
MEET THE MINIMUM REQUIREMENTS AS SPECIFIED ON THE PLANT
SCHEDULE. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200
MILES OF THE PROJECT SITE IF POSSIBLE, AND WITH SIMILAR CLIMACTIC
CONDITIONS.
F.PRUNING: ALL PRUNING OF TREES AND SHRUBS SHALL BE EXECUTED BY
THE LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER,
PRIOR TO FINAL ACCEPTANCE.
G.PLANTS SHALL CONFORM TO THE MEASUREMENTS SPECIFIED, EXCEPT THE
PLANTS LARGER THAN THOSE SPECIFIED MAY BE USED. USE OF LARGER
PLANTS SHALL NOT INCREASE THE CONTRACT PRICE.
H.WHERE MATERIALS ARE PLANTED IN MASSES, PROVIDE PLANTS OF
UNIFORM SIZE.
I.ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED, FIBROUS ROOT
SYSTEMS, NON-POT-BOUND, FREE FROM ENCIRCLING AND/OR GIRDLING
ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED
ROOTS).
J.ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED.
TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS
DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING
K.TREE TRUNKS TO BE STURDY, EXHIBIT HARDENED SYSTEMS AND VIGOROUS
AND FIBROUS ROOT SYSTEMS, NOT ROOT OR POT BOUND.
L.TREES WITH DAMAGED OR CROOKED LEADERS, BARK ABRASIONS,
SUNSCALD, DISFIGURING KNOTS, OR\INSECT DAMAGE WILL BE REJECTED.
M.CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE
AS FOLLOWS: SIX INCHES ABOVE THE ROOT FLARE FOR TREES UP TO AND
INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE
ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER
N.MULTI-TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT,
MEASURED FROM THE TOP OF THE ROOT BALL.
O.ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF
THE ROOT BALL, SO THAT THE ROOT FLARE HAS BEEN COMPLETELY
COVERED, SHALL BE REJECTED.
P.SOD: PROVIDE WELL-ROOTED SOD OF THE VARIETY NOTED ON THE PLANS.
SOD SHALL BE CUT FROM HEALTHY, MATURE TURF WITH SOIL THICKNESS
OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A
CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD.
2.2 SOIL PREPARATION MATERIALS
A.SANDY LOAM:
1. FRIABLE, FERTILE, DARK, LOAMY SOIL, FREE OF CLAY
LUMPS, SUBSOIL, STONES AND OTHER EXTRANEOUS
MATERIAL AND REASONABLY FREE OF WEEDS AND
FOREIGN GRASSES. LOAM CONTAINING DALLASGRASS OR
NUTGRASS SHALL BE REJECTED.
2. PHYSICAL PROPERTIES AS FOLLOWS:
a.CLAY – BETWEEN 7-27%
b.SILT – BETWEEN 15-25%
c.SAND – LESS THAN 52%
3. ORGANIC MATTER SHALL BE 3%-10% OF TOTAL DRY
WEIGHT.
4. IF REQUESTED, LANDSCAPE CONTRACTOR SHALL PROVIDE
A CERTIFIED SOIL ANALYSIS CONDUCTED BY AN
APPROVED SOIL TESTING LABORATORY VERIFYING THAT
SANDY LOAM MEETS THE ABOVE REQUIREMENTS.
B.ORGANIC MATERIAL: COMPOST WITH A MIXTURE OF 80%
VEGETATIVE MATTER AND 20% ANIMAL WASTE. INGREDIENTS
SHOULD BE A MIX OF COURSE AND FINE TEXTURED MATERIAL.
C.PREMIXED BEDDING SOIL AS SUPPLIED BY VITAL EARTH RESOURCES,
GLADEWATER, TEXAS; PROFESSIONAL BEDDING SOIL AS SUPPLIED BY
LIVING EARTH TECHNOLOGY, DALLAS, TEXAS OR ACID GRO
MUNICIPAL MIX AS SUPPLIED BY SOIL BUILDING SYSTEMS, DALLAS,
TEXAS OR APPROVED EQUAL.
D.SHARP SAND: SHARP SAND MUST BE FREE OF SEEDS, SOIL PARTICLES
AND WEEDS.
E.MULCH: DOUBLE SHREDDED HARDWOOD MULCH, PARTIALLY
DECOMPOSED, DARK BROWN.
F.ORGANIC FERTILIZER: FERTILAID, SUSTANE, OR GREEN SENSE OR
EQUAL AS RECOMMENDED FOR REQUIRED APPLICATIONS. FERTILIZER
SHALL BE DELIVERED TO THE SITE IN ORIGINAL UNOPENED
CONTAINERS, EACH BEARING THE MANUFACTURER'S GUARANTEED
STATEMENT OF ANALYSIS.
G.COMMERCIAL FERTILIZER: 10-20-10 OR SIMILAR ANALYSIS. NITROGEN
SOURCE TO BE A MINIMUM 50% SLOW RELEASE ORGANIC NITROGEN
(SCU OR UF) WITH A MINIMUM 8% SULFUR AND 4% IRON, PLUS
MICRONUTRIENTS.
H.PEAT: COMMERCIAL SPHAGNUM PEAT MOSS OR PARTIALLY
DECOMPOSED SHREDDED PINE BARK OR OTHER APPROVED ORGANIC
MATERIAL.
2.3 MISCELLANEOUS MATERIALS
A.STEEL EDGING - SHALL BE 3/16” X 4” X 16” DARK GREEN LANDSCAPE
EDGING. DURAEDGE STEEL OR APPROVED EQUAL.
B.TREE STAKING - TREE STAKING SOLUTIONS OR APPROVED SUBSTITUTE;
REFER TO DETAILS.
C.FILTER FABRIC - MIRAFI 1405 BY MIRAFI INC. OR APPROVED SUBSTITUTE.
AVAILABLE AT LONE STAR PRODUCTS, INC. (469-523-0444)
D.SAND - UNIFORMLY GRADED, WASHED, CLEAN, BANK RUN SAND.
E.GRAVEL: WASHED NATIVE PEA GRAVEL, GRADED 1" TO 1.5"
F.DECOMPOSED GRANITE - BASE MATERIAL OF NATURAL MATERIAL MIX OF
GRANITE AGGREGATE NOT TO EXCEED 1/8” IN DIAMETER COMPOSED OF
VARIOUS STAGES OF DECOMPOSED EARTH BASE.
G.ROCK - LOCALLY MINUS SEWER ROCK BETWEEN 2”-5” IN DIAMETER.
H.PRE-EMERGENT HERBICIDES: ANY GRANULAR, NON-STAINING
PRE-EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC
ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE-EMERGENT
HERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES.
PART 3 - EXECUTION
3.1 PREPARATION
A.LANDSCAPE CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS
AND REPORT ANY DEFICIENCIES TO THE OWNER.
B.ALL PLANTING AREAS SHALL BE CONDITIONED AS FOLLOWS:
1. PREPARE NEW PLANTING BEDS BY SCRAPING AWAY EXISTING
GRASS AND WEEDS AS NECESSARY. TILL EXISTING SOIL TO A
DEPTH OF SIX (6") INCHES PRIOR TO PLACING COMPOST AND
FERTILIZER. APPLY FERTILIZER AS PER MANUFACTURER'S
RECOMMENDATIONS. ADD SIX (6") INCHES OF COMPOST AND TILL
INTO A DEPTH OF SIX (6") INCHES OF SPECIFIED MULCH (SETTLED
THICKNESS).
2. BACKFILL FOR TREE PITS SHALL BE AS FOLLOWS: USE EXISTING
TOP SOIL ON SITE (USE IMPORTED TOPSOIL AS NEEDED) FREE FROM
LARGE CLUMPS, ROCKS, DEBRIS, CALICHE, SUBSOILS, ETC., PLACED
IN NINE (9") INCH LAYERS AND WATERED IN THOROUGHLY.
C.GRASS AREAS:
1. BLOCKS OF SOD SHOULD BE LAID JOINT TO JOINT (STAGGERED
JOINTS) AFTER FERTILIZING THE GROUND FIRST. ROLL GRASS
AREAS TO ACHIEVE A SMOOTH, EVEN SURFACE. THE JOINTS
BETWEEN THE BLOCKS OF SOD SHOULD BE FILLED WITH TOPSOIL
WHERE THEY ARE GAPED OPEN, THEN WATERED THOROUGHLY.
3.2 INSTALLATION
A.MAINTENANCE OF PLANT MATERIALS SHALL BEGIN IMMEDIATELY
AFTER EACH PLANT IS DELIVERED TO THE SITE AND SHALL CONTINUE
UNTIL ALL CONSTRUCTION HAS BEEN SATISFACTORILY
ACCOMPLISHED.
B.PLANT MATERIALS SHALL BE DELIVERED TO THE SITE ONLY AFTER THE
BEDS ARE PREPARED AND AREAS ARE READY FOR PLANTING. ALL
SHIPMENTS OF NURSERY MATERIALS SHALL BE THOROUGHLY
PROTECTED FROM THE WINDS DURING TRANSIT. ALL PLANTS WHICH
CANNOT BE PLANTED AT ONCE, AFTER DELIVERY TO THE SITE, SHALL
BE WELL PROTECTED AGAINST THE POSSIBILITY OF DRYING BY WIND
AND BALLS OF EARTH OF B & B PLANTS SHALL BE KEPT COVERED
WITH SOIL OR OTHER ACCEPTABLE MATERIAL. ALL PLANTS REMAIN
THE PROPERTY OF THE CONTRACTOR UNTIL FINAL ACCEPTANCE.
C.POSITION THE TREES AND SHRUBS IN THEIR INTENDED LOCATION AS
PER PLAN.
D.NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE FOR INSPECTION
AND APPROVAL OF ALL POSITIONING OF PLANT MATERIALS.
E.EXCAVATE PITS WITH VERTICAL SIDES AND HORIZONTAL BOTTOM.
TREE PITS SHALL BE LARGE ENOUGH TO PERMIT HANDLING AND
PLANTING WITHOUT INJURY TO BALLS OF EARTH OR ROOTS AND
SHALL BE OF SUCH DEPTH THAT,WHEN PLANTED AND SETTLED, THE
CROWN OF THE PLANT SHALL BEAR THE SAME RELATIONSHIP TO THE
FINISH GRADE AS IT DID TO SOIL SURFACE IN ORIGINAL PLACE OF
GROWTH. THE SIDES OF THE HOLE SHOULD BE ROUGH AND JAGGED,
NEVER SLICK OR GLAZED.
F.SHRUB AND TREE PITS SHALL BE NO LESS THAN TWENTY-FOUR (24")
INCHES WIDER THAN THE LATERAL DIMENSION OF THE EARTH BALL
AND SIX (6") INCHES DEEPER THAN IT'S VERTICAL DIMENSION.
REMOVE AND HAUL FROM SITE ALL ROCKS AND STONES OVER
THREE-QUARTER (3 4") INCH IN DIAMETER. PLANTS SHOULD BE
THOROUGHLY MOIST BEFORE REMOVING CONTAINERS.
G.PERCOLATION TEST: FILL THE HOLE WITH WATER. IF THE WATER
LEVEL DOES NOT PERCOLATE WITHIN 24 HOURS, THE TREE NEEDS TO
MOVE TO ANOTHER LOCATION OR HAVE DRAINAGE ADDED. INSTALL
A PVC STAND PIPE PER TREE IF THE PERCOLATION TEST FAILS.
H.BACKFILL ONLY WITH 5 PARTS EXISTING SOIL OR SANDY LOAM AND 1
PART BED PREPARATION. WHEN THE HOLE IS DUG IN SOLID ROCK,
TOPSOIL FROM THE SAME AREA SHOULD NOT BE USED. CAREFULLY
SETTLE BY WATERING TO PREVENT AIR POCKETS. REMOVE THE
BURLAP FROM THE TOP 13 OF THE BALL, AS WELL AS ALL NYLON,
PLASTIC STRING AND WIRE. CONTAINER TREES WILL USUALLY BE
ROOT BOUND, IF SO FOLLOW STANDARD NURSERY PRACTICE OF
‘ROOT SCORING’.
I.DO NOT WRAP TREES.
J.DO NOT OVER PRUNE.
K.REMOVE NURSERY TAGS AND STAKES FROM ALL PLANTS
L.REMOVE BOTTOM OF PLANT BOXES PRIOR TO PLACING PLANTS. REMOVE
SIDES AFTER PLACEMENT AND PARTIAL BACKFILLING.
M.REMOVE UPPER THIRD OF BURLAP FROM BALLED AND BURLAPPED TREES
AFTER PLACEMENT.
N.PLACE PLANT UPRIGHT AND PLUMB IN CENTER OF HOLE. ORIENT PLANTS
FOR BEST APPEARANCE.
O.MULCH THE TOP OF THE BALL. DO NOT PLANT GRASS ALL THE WAY
TO THE TRUNK OF THE TREE. LEAVE THE AREA ABOVE THE TOP OF
THE BALL AND MULCH WITH AT LEAST TWO (2") INCHES OF SPECIFIED
MULCH.
P.ALL PLANT BEDS AND TREES TO BE MULCHED WITH A MINIMUM
SETTLED THICKNESS OF TWO (2") INCHES OVER THE ENTIRE BED OR
PIT.
Q.OBSTRUCTION BELOW GROUND: IN THE EVENT THAT ROCK, OR
UNDERGROUND CONSTRUCTION WORK OR OBSTRUCTIONS ARE
ENCOUNTERED IN ANY PLANT PIT EXCAVATION WORK TO BE DONE
UNDER THIS SECTION, ALTERNATE LOCATIONS MAY BE SELECTED BY
THE OWNER. WHERE LOCATIONS CANNOT BE CHANGED, THE
OBSTRUCTIONS SHALL BE REMOVED TO A DEPTH OF NOT LESS THAN
THREE (3') FEET BELOW GRADE AND NO LESS THAN SIX (6") INCHES
BELOW THE BOTTOM OF BALL WHEN PLANT IS PROPERLY SET AT THE
REQUIRED GRADE. THE WORK OF THIS SECTION SHALL INCLUDE THE
REMOVAL FROM THE SITE OF SUCH ROCK OR UNDERGROUND
OBSTRUCTIONS ENCOUNTERED AT THE COST OF THE LANDSCAPE
CONTRACTOR.
R.TREES AND LARGE SHRUBS SHALL BE STAKED AS SITE CONDITIONS
REQUIRE. POSITION STAKES TO SECURE TREES AGAINST SEASONAL
PREVAILING WINDS.
S.PRUNING AND MULCHING: PRUNING SHALL BE DIRECTED BY THE
LANDSCAPE ARCHITECT AND SHALL BE PRUNED IN ACCORDANCE
WITH STANDARD HORTICULTURAL PRACTICE FOLLOWING FINE
PRUNING, CLASS I PRUNING STANDARDS PROVIDED BY THE NATIONAL
ARBORIST ASSOCIATION.
1.DEAD WOOD, SUCKERS, BROKEN AND BADLY BRUISED
BRANCHES SHALL BE REMOVED. GENERAL TIPPING OF THE
BRANCHES IS NOT PERMITTED. DO NOT CUT TERMINAL BRANCHES.
2.PRUNING SHALL BE DONE WITH CLEAN, SHARP TOOLS.
3.IMMEDIATELY AFTER PLANTING OPERATIONS ARE COMPLETED,
ALL TREE PITS SHALL BE COVERED WITH A LAYER OF ORGANIC
MATERIAL TWO (2") INCHES IN DEPTH. THIS LIMIT OF THE ORGANIC
MATERIAL FOR TREES SHALL BE THE DIAMETER OF THE PLANT PIT.
Q.STEEL EDGE INSTALLATION: EDGE SHALL BE ALIGNED AS INDICATED
ON PLANS. STAKE OUT LIMITS OF STEEL CURBING AND OBTAIN
OWNERS APPROVAL PRIOR TO INSTALLATION.
1.ALL STEEL CURBING SHALL BE FREE OF KINKS AND ABRUPT
BENDS.
2.TOP OF EDGING SHALL BE 12" MAXIMUM HEIGHT ABOVE FINAL
FINISHED GRADE.
3.STAKES ARE TO BE INSTALLED ON THE PLANTING BED SIDE OF
THE CURBING, AS OPPOSED TO THE GRASS SIDE.
4.DO NOT INSTALL STEEL EDGING ALONG SIDEWALKS OR
CURBS.
5.CUT STEEL EDGING AT 45 DEGREE ANGLE WHERE EDGING
MEETS SIDEWALKS OR CURBS.
3.3 CLEANUP AND ACCEPTANCE
A.CLEANUP: DURING THE WORK, THE PREMISES SHALL BE KEPT NEAT
AND ORDERLY AT ALL TIMES. STORAGE AREAS FOR ALL MATERIALS
SHALL BE SO ORGANIZED SO THAT THEY, TOO, ARE NEAT AND
ORDERLY. ALL TRASH AND DEBRIS SHALL BE REMOVED FROM THE
SITE AS WORK PROGRESSES. KEEP PAVED AREAS CLEAN BY
SWEEPING OR HOSING THEM AT END OF EACH WORK DAY.
B.REPAIR RUTS, HOLES AND SCARES IN GROUND SURFACES.
C.ENSURE THAT WORK IS COMPLETE AND PLANT MATERIALS ARE IN
VIGOROUS AND HEALTHY GROWING CONDITION.
D.UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL
PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR
USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST
AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY.
E.WHEN/IF THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE
CONTRACT DOCUMENTS, THE LANDSCAPE CONTRACTOR SHALL REPLACE
AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION
WITHIN 24 HOURS.
F.THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE
LANDSCAPE WORK HAS BEEN RE-INSPECTED BY THE OWNER AND FOUND
TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL
ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND
GUARANTEE PERIODS WILL COMMENCE.
END OF SECTION
TREE PLANTING
N.T.S.
1
(3) 2" DIA. X 8' LENGTH
LARGE METAL "T" POSTS
IN UNDISTURBED SOIL
TIE TO STAKE WITH
PLASTIC CHAIN TIES
NEVER CUT LEADER
SET TOP OF ROOT BALL
3" ABOVE FINISH GRADE.
MULCH - 3" MIN. DEPTH
BUILD 4" HT. SAUCER AROUND
PLANTING PIT WITH TOPSOIL.
6" MIN.
UNDISTURBED SUBGRADE
12"
MIN. ALL SIDES
12"
MIN. ALL SIDES
PLACE TWO ON PREVAILING
WIND SIDE OF TREE
(PAINTED BLACK)
BACK FILL / PLANTING SOIL MIX. TILL
IN WITH PARTS EXISTING SOIL,
EXCLUDING LARGE CLODS AND
ROCKS.
FINISH GRADE
CASE #: ZA23-0073
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